Construction of Sump Well at out-falling point of Mattan Link Drain for dewatering of low lying area of fields of village Mattan, Chhudani, Kharman, Kharhar, Rohad and Rewari Khera and Construction of V.R. Bridges at RD 1100, 2700, 4300 and raising o

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm in depth, 1.50 mts in width as well as 10 sqm on plan) incluling getting out and disposal of excavated earth lead up to 50 mts and lift up to 1.50 mts as directed by Engineer- in-charge. as per (HSR Item No 4.12.1) for all kind of soils

Preparing watering and ramming surface for laying concrete in horizantal as per old (HSR Item no 14.1 )

Centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases of columns (HSR Item No 6.29.1)

Plain cement concrete in open foundations PCC grade M-15 complete as per drawing and design as per (HSR Item No 6.22.2.2)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement contents as per approved design mix, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablilty with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works up to plinth level. (HSR Item No 6.25.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement contents as per approved design mix, including pumping of concrete to site of laying but exluding the cost of centering and shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workablilty with out impairing strength and durability as per direction of Engineer-in-charge with cement contents 330 kg per cum for all works above plinth level up to floor iv level (HSR Item no 6.25.2)

Centering and shuttering including strutting propping etc and removal of form work for columns, piers, abutments, posts and struts. (HSR Item No 6.29.3)

Centering and shuttering including strutting propping etc and removal of form work for retaining walls, return walls, walls (any thichness) including attached pilasters, butteresses, plinth and shuttering courses, fillets, kerbs and steps etc. (HSR Item No 6.29.2)

Centering and shuttering including strutting propping etc and removal of form work for suspended floors, roofs, landings, balconies, and access platforms. (HSR Item No 6.30.3)

Providing & fixing in position 20mm thick pre-moulded bituminous joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 mts spans to cater for a movement upto 20 mm covered with sealant complete as per drawing and technical specifications as per (HSR item No. 27.51.3)

Brick masonary work in cement mortar 1:3 in foundation and plinth complete excluding pointing and plastering as per drawing and technical specifications. (HSR Item No 15.6.1)

Ist class brick work laid in mud mortar in foudation and plinth. NEW (HSR Item No 18.1)

Cement pointing on brick work with cement mortar 1:3 raised and cut pointing (HSR item No.11.25.1)

10 mm Thick cement sand plaster 1:3 (HSR Item No 11.4.2)

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carrriage of all material, labour charges, scaffolding, sundries etc complete as per (HSR Item No 11.58)

Providing and fixing weep holes in masonary walls (HSR Item No. 27.15)

Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for RCC work including staightening, cutting, bending, binding, placing in position and binding all complete as per (HSR Item No 6.33.6)

Providing and fixing drainage spouts in slab. NS Item

Providing and fixing caution boards on both sides of bridge.

Back filling behind abutments, wing walls, and return walls complete as per drawing and technical specifications with sandy materials as per (HSR Item No 15.26.1)

Excavating, Supplying and filling of local earth (inclusding royality) by mechanical transport up to a lead of 1 Km also including ramming and watering of the earth in layers and not exceeding 20 cm in trenches, plinth, sides of foundation etc complete as per (HSR Item No 4.33)

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (HSR Item No 10.34)

Dismentling steel cylinder RC pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead cauked joints, melting the lead and making into blocks including stacking of pipes and lead at site with in 50 mts lead as per direction of Engineer-in-charge above 600 mm dia as per (HSR Item No 5.57.2)

Dismentling dry brick pitching in floors, drains etc including stacking of serviciable material and disposal of unserviciable material with in 50 mts lead (HSR Item No 5.6)

banking excavated earth inlayer not exceeding 20 cm indeapth , breaking of clods,watering ,rolling each layer (HSR 4.10 + 4.11)

Making Designing Canal Gate by Fabricating, Transportation, Errection and Commissioning also testing at site including cost of all Material and labour as per Basic Parameters Specification and Drawing Canal Gate with two types of Handle and Providing Locking Arrangement of above out of following Material Dully Painted. M.S. Plate of size 12 mm M.S. Channel of size 100 x 50 mm M.S. Channel of size 75 x 40 mm M.S. Channel of size 150 x 75 mm Spindle with 2 No. Choknet of Eng. R.S. Joist of size 200 x 90 mm M.S. Angle of size 40 x 40 x 6 mm M.S. Sheet of size 12 gauge CRCA

Laying cement concrete 1:3:6 with stone aggregate 40 mm nominal size in fondation and plinth (HSR Item No. 6.1.5)

Supply of R.C.C. pipe 1600 mm dia NP3 i/e carriage from source of recept to site of work i/e loading and unloading etc. (HSR Item No. 21.95.12)

Brick masonary work in cement mortar 1:3 in above plinth complete excluding pointing and plastering as per drawing and technical specifications. (HSR Item No 7.3)

Brick masonary work in cement mortar 1:5 in above plinth complete excluding pointing and plastering as per drawing and technical specifications. (HSR Item No 7.5)

Structural steel works in angle, tees and flats rivetted including cutting fixing all gusset lates,bolts nuts rivets etc with hoisting and recting in position for roof, trusses etc kerb, plates and trussed girder etc of any span for (HSR 13.28)

Wrought iron and mild steel using angles flats square bar tees etc for any type of railing any span for old (HSR 18.12)

Credit of old and dismentled brick work

Credit of RCC pipes NP-3